A projected conjugate gradient method for structural stability analysis with linear constraints

In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using...

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Published inComputers & structures Vol. 33; no. 1; pp. 31 - 39
Main Authors Jeusette, Jean-Pierre, Sonzogni, Victorio
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 1989
Elsevier Science
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Abstract In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using a projected conjugate gradient technique to minimize the finite element discretized form of the Rayleigh quotient. The good behaviour of this algorithm is illustrated by some simple applications in structural mechanics.
AbstractList A new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using a projected conjugate gradient technique to minimize the finite element discretized form of the Rayleigh quotient. The good beheviour of this algorithm is illustrated by some simple applications in structural mechanics.
In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using a projected conjugate gradient technique to minimize the finite element discretized form of the Rayleigh quotient. The good behaviour of this algorithm is illustrated by some simple applications in structural mechanics.
Author Sonzogni, Victorio
Jeusette, Jean-Pierre
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Cites_doi 10.1016/0022-460X(80)90520-9
10.1016/0020-7683(79)90081-7
10.1002/nme.1620211206
10.1016/0045-7949(81)90108-5
10.1016/0029-5493(84)90198-5
10.1016/0022-460X(71)90692-4
10.1093/comjnl/7.2.149
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Issue 1
Keywords Conjugate gradient method
Finite element method
Stability
Inequality constraint
Eigenvalue problem
Mechanical structure
Non linear effect
Algorithm
Language English
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Snippet In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows...
A new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the...
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SubjectTerms Buckling
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Physics
Solid mechanics
Structural and continuum mechanics
Title A projected conjugate gradient method for structural stability analysis with linear constraints
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